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Civil Sc,~t•aare Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name:•' ACZ, INC. <br />Filename: C:\KCK\TWENTY User: K. Kammerzell <br />'date: OB-29-1994 Time: 10:05:56 <br />Pond E Watershed and Sediment Transport Modelling <br />Storm: 2.60 inches, 100 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />POND INPUT/OUTPUT TABLE <br />............................................................................... <br />CAUTION: THE STAGE OF YOUR PRINCIPLE SPILLWAY MAY CAUSE BED SCOUR. <br />YOUR OBSERVED EFFLUENT MAY NOT MEET THE DESIRED EFFLUENT STANDARD. <br />INCREASE THE STAGE OF YOUR PRINCIPAL SPILLWAY. <br />32, B1, S1 <br />Direct Runoff <br />Drainage Area from 32, B1, S1, SWS(s)1: 11.3 acres <br />Total Contributing Drainage Area: 32.6 acres <br />DISCHARGE OPTIONS: <br />•iser Diameter (in) <br />Riser Height (ft) <br />Barrel Diameter (in) <br />Barrel Length (ft) <br />Barrel Slope (t) <br />Manning's n of Pipe <br />Spillway Elevation <br />Lowest Elevation of Holes <br /># of Holes/Elevation <br />Entrance Loss Coefficient <br />Tailwater Depth (ft) <br />Notch Angle (degrees) <br />Weir Width (ft) <br />Siphon Crest Elevation <br />Siphon Tube Diameter (in) <br />Siphon 'lobe Length (ft) <br />Manning's n of Siphon <br />Siphon Inlet Elevation <br />Siphon Outlet Elevation <br />•~_gency Spillway Elevation <br />Crest Length (ft) <br />Z:1 (Left and Right) <br />Bottom Width (ft) <br />Drop Emergency <br />Inlet Spillway <br />4.0 ---- - <br />1.00 ---- <br />4.0 ---- <br />50.00 ---- <br />1.00 ---- <br />0.014 -. -- <br />6843.0 ---- <br />---- 6846.0 <br />---- 10.0 <br />-- -- 2 2 <br />5.0 <br />Il/U99 <br />TAB 5.3, PG 4 <br />Permit RenewalNo.3 FORMERLY EX 8-77 <br />